mem el 60

Memoria

REPLANTEO CONSTRUCCION DE LINEA ELECTRICA AEREAS DE MEDIA TENSION TRIFASICA A 13,2 KV DE SANTA ROSA AL CASERIO EL 50, MUNICIPIO DE FUNDACION, DEPARTAMENTO DEL MAGDALENA

ELECTRICARIBE S.A. E.S.P.

DOCUMENTOS

1.MEMORIA

2.PLANOS

3.PRESUPUESTO

PROYECTO DE LINEAS ELECTRICAS AEREAS DE MEDIA TENSION A 13,2 KV

DOCUMENTO N 1: MEMORIA


Memoria

Indice

1.Prembulo

2.Objeto

3.Emplazamiento

4.Peticionario y compaa suministradora

5.Descripcin de la instalacin

6.Resultado de clculos

6.1Clculos elctricos

6.1.1Parmetros de la lnea

6.1.2Corrientes de cortocircuito

6.1.3Potencia

6.1.4Prdidas de potencia

6.1.5Nivel de aislamiento

6.2Clculos mecnicos

6.2.1Clculo mecnico de apoyos y crucetas

6.2.2Cimentaciones

7.Relacin de cruzamientos, paralelismos y pasos por zonas

7.1Cruzamientos

7.2Paralelismo y paso por zonas

8.Conclusiones


1.PREAMBULO

El presente proyecto se ajusta a lo especificado en el PROYECTO TIPO DE ELECTRICARIBE DE LINEAS ELECTRICAS AEREAS DE MEDIA TENSION


2.OBJETO

La Gobernacin del Magdalena, en calidad de PROMOTOR, proyecta la construccin de una linea trifsica a 13,2 KV con una longitud de 9 km en postes de concreto y 9 km en torres metlicas para llegar al caserio el 50 ubicado en el rea rural del Corregimiento de Santa Rosa de Lima, municipio de Fundacin, departamento del Magdalena.


3.EMPLAZAMIENTO

El Proyecto se encuentra ubicado en el rea rural del Corregimiento de Santa Rosa de Lima, municipio de Fundacin - Magdalena.


4.PETICIONARIO Y COMPAA SUMINISTRADORA

TABLA 4.1 - INFORMACION DEL PROMOTOR O CLIENTENOMBRE:GOBERNACION DEL MAGDALENANIT O CEDULADIRECCIONTELEFONOCORREO ELECTRONICO

TABLA 4.2 - INFORMACION DEL INGENIERO PROYECTISTANOMBRE:FREDY RAFAEL BALCAZAR TAVERANOMBRE DEL PROYECTISTA:FREDY RAFAEL BALCAZAR TAVERANIT CEDULAMATRICULA PROFESIONAL:SN205-32655REGISTRO ELECTRICARIBE ELECTROCOSTADIRECCIONCALLE 30 MZ 78 CASA 5, LOCAL 2 BARRIO EL PANDOTELEFONO:4351206CORREO [email protected]


5.DESCRIPCION DE LA INSTALACION

TABLA 5.1 - RED DE MEDIA TENSION (MT)

TENSION NOMINAL DE DISEO (KV)13.2TENSION NOMINAL DE SERVICIO (KV)13.2FRECUENCIA (Hz)60POTENCIA MAXIMA DE TRANSPORTE (MVA)0.600CONDUCTOR: TIPO/CONFIGURACION1/0 ACSRN DE CIRCUITOS1TIPO DE AISLADOR DE SUSPENSIONANSI 52-9TIPO DE AISLADOR DE RIGIDO (LINE POST)ANSI 57-1LONGITUD 3 HILOS (KMS)18LONGITUD 2 HILOS (KMS)ORIGENSANTA ROSAFINALEL 50AREA DE APLICACINAZONA DE APLICACIN1N APOYOS DE ALINEACION / TIPO48N APOYOS DE ANGULO / TIPO7N APOYOS DE ANCLAJE / TIPO17N APOYOS DE FIN DE LINEA / TIPO1N APOYOS ESPECIALES / TIPO70N TOTAL DE APOYOS143N TOTAL DE CANTONES84VANO MEDIO130


6.RESULTADOS DE LOS CALCULOS

Todos los clculos elctricos y mecnicos relativos a las lneas y redes de media y baja tensin objeto del presente proyecto, han sido realizados de acuerdo con el proyecto tipo de Unin Fenosa, habiendose utilizado las tablas y grficos que en los mismos se incluyen.

6.1CALCULOS ELECTRICOS

6.1.1LINEA Y/O REDES DE MEDIA TENSION

6.1.1.1Parmetros de la lnea

Conductor / configuracin1/0 - HORIZONTAL N de circuitos1Longitud (km)18.0Distancia media geomtrica Dm (mm)800Radio r (mm)5.0545Resistencia por unidad de longitud R (/km)0.7169Reactancia por unidad de longitud X (/km)0.4460Impedancia total Z ()0.839


6.1.1.2Potencia

F.P.U (KV)U (%)I. mx.Pot. Mx. limitada por caida de tensin Pm=10.U .U (%) L0.913.22.56.3128705Pot. Mx. limitada por intensidad mximaPm = m3UImaxCos m0.913.22.514.582.98

6.1.1.3Prdidas de potencia

Potencia transportada (MVA)Factor de PotenciaPrdidas Joule (kW)Prdidas (%)P = 3UICosp = 3RLI P (%)=p 100P6000.974.58.05%


6.1.1.4Nivel de aislamiento

Tipo de aislador de suspensinANSI 52-9Tipo de aislador rgidoTensin soportada a impulsos a frecuencia industrial en seco en aislador de suspensin (kV valor eficaz) 90Tensin soportada a impulsos a frecuencia industrial en seco en aislador rigido (kV valor eficaz)Tensin soportada a impulsos tipo rayo en aislador de suspensin (kV cresta) 115Tensin soportada a impulsos tipo rayo en aislador rigido (kV cresta)

6.1.1.5Centros de transformacin

TABLA - CENTROS DE TRANSFORMACION (CT)N DE CT EN POSTES2N DE CT EN INTERIORN DE CT EN PEDESTAL (PAD MOUNTED)N TOTAL DE CT2N DE CT TRIFASICOSN DE CT MONOFASICOS2KVA CTS TRIFASICOSKVA CTS MOFASICOS50KVA TOTAL INSTALADOS50

6.1.1.6Regulacin y prdidas

Clculo de Regulacin Red de Media Tensin 13,2 KV

TABLA - RED DE MEDIA TENSION - REGULACION Y PERDIDAS (CALCULO POR ALIMENTADOR)SubestacionALIMENTADOR N1TramoL (km)N de hilosCalibreS (KVA)MomentoU%U Total %P%P Total0-161831/060010,800.000.58030.58035.48595.4859

De Tabla 3,2,3,1, para 13,2 Kv y Conductor ACSR

LINEA TRIFASICALINEA MONOFASICACalibreKregKperKregKper1/0 AWG0.000053730.00050794940.0011090.0010159504%/KVA*Km%/KVA*Km%/KVA*Km

TABLA 7.1.2 RED DE MEDIA TENSION - RESUMEN REGULACION Y PERDIDAS POR ALIMENTADORMAXIMA CAIDA DE TENSION CALCULADA0.5803%MAXIMA PERDIDA DE POTENCIA5.4859%

6.2 CALCULOS MECANICOS POSTES DE CONCRETO

6.2.1 CALCULO MECANICO DE APOYOS Y CRUCETAS

TABLA 7 - CARACTERISTICAS DE LOS APOYOS DE MTN. ApoyoTipo ApoyoAngulo de ApoyoCota de ApoyoAltura Apoyo (m)Carga Trabajo (daN)Vano Anterior (m)Vano Posterior (m)Tense Mximo Conductor (daN)N. Cantn

'' 'xy1FL011912750010965012AC14490109116127501099165023AC1856020011412750918365034AG6340283114127508313165035AL4141141275013113865036AC152705521161275013810765047AC36520659114127501078365058AC7154074211412750834265069AC7118078411612105042132650710AG00091611912750132152650711AL106811312750152130650712AL119810712750130130650713AC401001328105121050130130650814AG15200145810712750130130650815AG5100158811012750130128650816AL171611012750128128650817AL184410812750128128650818AL197210812750128131650819AL210311212750131125650820AL222811512750125126650821AC174802354122121050126132650922AL248612012750132136650923AL262211812750136134650924AL275612512750134136650925AL289213212750136136650926AL3028135127501361346509

N. ApoyoTipo ApoyoAngulo de ApoyoCota de ApoyoAltura Apoyo (m)Carga Trabajo (daN)Vano Anterior (m)Vano Posterior (m)Tense Mximo Conductor (daN)N. Cantn

'' 'xy27AG5100316213612750134134650928AL0329613912750134134650929AC03430139127501341346501030AL03564120127501341326501031AL3696118127501321346501032AL3830125127501341346501033AL3964132127501341346501034AL4098135127501341346501035AL4232136127501341346501036AG0004366139127501341346501037AC4500139127501341346501138AL4634148127501341346501139AL4768154127501341346501140AL4902164127501341346501141AL5036172127501341346501142AL5170181127501341346501143AL530418912750134816501144AL53851941275081536501145AL543818112750531416501146AC6225055791461210501411286501247AL5707142127501281326501248AL5839154127501321306501249AL5969134127501301306501250AL6099137127501301306501251AL6229140127501301306501252AC283063591421210501301366501353AL6495142127501361386501354AL6633141127501381376501355AL6770140127501371376501356AL6907139127501371376501357AL70441381275013713765013

N. ApoyoTipo ApoyoAngulo de ApoyoCota de ApoyoAltura Apoyo (m)Carga Trabajo (daN)Vano Anterior (m)Vano Posterior (m)Tense Mximo Conductor (daN)N. Cantn

'' 'xy58AL7181136127501371376501359AL7318134127501371376501360AL7455134127501371356501361AC3149075901361210501351376501462AL7727138127501371376501463AL7864140127501371376501464AL8001142127501371376501465AL8138144127501371376501466AC827514912750137806501567AC504608355156121050801256501668AL8480157127501251156501669AL859515912750115476501670AG1520086421611275047796501671AC354608721161121050791046501772AL8825163127501041246501773FL8949168121050124065017

TABLA 8 - VANOS IDEALES DE REGULACIN DEL CONDUCTOR DE MTN. CantnApoyo InicialApoyo FinalLongitud Cantn (m)Vano de Regulacin (m)Tense de Flecha Mxima (daN)Tense de Flecha Mnima (daN)Parmetro flecha Mxima (daN)Parmetro flecha Mnima (daN)

112109109143.96362.8679.061711.3212239191126.01366.67594.391729.575336352124.407157.9359.61744.811696.274467107107142.05363.17670.051713.0665788383117.4368.39553.771737.689689424266.47376.43313.541775.6137913544136.969168.39357.24794.291685.094813211026128.293161.23358.9760.521692.925921291076134.519166.4357.67784.911687.1231029371070133.755165.77357.82781.931687.831137461079128.873161.73358.8762.881692.453124652780130.015162.7358.63767.451691.6511352611231136.785168.24357.27793.581685.236146166685137168.41357.23794.391685.0471566678080114.09369.18538.161741.415166771366105.464140.57363.49663.071714.575177173228115.308149.81361.42706.651704.811

TABLA 10 - CALCULO DE EOLOVANOS Y GRAVIVANOS DE MT No ApoyoTipo ApoyoCantnEolovano(m)Gravivano(m)Hiptesis de viento(1)Flecha Mnima(2)1FL154.573.22AC210094.43AC38774.04AG3107107.05AL3134.5123.76AC4122.5145.87AC59582.58AC662.541.59AC787114.010AG7142167.311AL7141146.312AL7130105.613AC8130106.114AG8130124.215AG8129146.516AL8128139.917AL8128116.118AL8129.5106.319AL8128133.020AL8125.5101.521AC9129183.122AL9134133.723AL913582.524AL9135135.625AL9136159.026AL9135146.427AG9134122.328AL9134151.629AC10134201.030AL1013377.831AL1013380.4

No ApoyoTipo ApoyoCantnEolovano(m)Gravivano(m)Hiptesis de viento(1)Flecha Mnima(2)32AL10134134.033AL10134157.334AL10134145.735AL10134122.336AG10134151.537AC1113482.938AL11134151.039AL11134111.340AL11134145.341AL11134128.342AL11134139.743AL11107.5112.544AL1167134.045AL1197141.046AC12134.588.047AL1213040.048AL12131262.049AL1213047.350AL12130130.051AL12130135.952AC13133144.853AL13137142.754AL13137.5137.555AL13137137.056AL13137137.057AL13137142.858AL13137137.059AL13137125.460AL13136124.361AC14136136.262AL14137137.063AL14137137.0

No ApoyoTipo ApoyoCantnEolovano(m)Gravivano(m)Hiptesis de viento(1)Flecha Mnima(2)64AL14137137.065AL14137119.666AC15108.597.567AC16102.5137.268AL16120113.869AL168169.070AG166386.571AC1791.577.972AL1711499.173FL176290.5

TABLA 11 - ESFUERZOS COMBINADOS EN APOYOS (1)No ApoyoTipo ApoyoHiptesis de Viento(daN)Hiptesis de desequilibrio de tracciones (daN)Ft.C.R.C.SFl.C.R.C.SFv.C.R.C.SFt.C.R.C.S.Fl.C.R.C.S.Fv.C.R.C.S.1FL78.1537359.40431.887351.7085.357358.61143.967355.1185.357358.612AC252.38921995687352.91215.947353.40147.947354.97143.967355.11147.947354.973AC277.20589827927352.65236.857353.10115.887356.34157.97354.65115.887356.344AG207.19583305087353.55196.947353.7337.89673519.40196.947353.735AL192.8737353.81194.027353.7937.89673519.40194.027353.796AC287.05622220367352.56213.087353.45228.687353.21142.057355.17228.687353.217AC345.3417423317352.13176.107354.17129.267355.69117.47356.26129.267355.698AC292.87389418667352.5199.717357.3765.0373511.3066.4773511.0665.0373511.309AC671.2383391410291.53252.5910294.07178.8010295.76168.3910296.11178.8010295.7610AG203.6287353.61271.907352.7040.413673518.19271.907352.7011AL202.1947353.64229.777353.2040.413673518.19229.777353.2012AL186.427353.94165.647354.4440.413673518.19165.647354.4413AC496.624304109110292.07241.8510294.25166.3310296.19161.2310296.38166.3310296.1914AG312.1601671027352.35120.487356.1038.695273518.99120.487356.1015AG228.21243303897353.22230.177353.1938.695273518.99230.177353.1916AL183.5527354.00219.437353.3538.695273518.99219.437353.3517AL183.5527354.00182.167354.0338.695273518.99182.167354.0318AL185.7037353.96166.737354.4138.695273518.99166.737354.4119AL183.5527354.00208.807353.5238.695273518.99208.807353.5220AL179.9677354.08159.427354.6138.695273518.99159.427354.6121AC335.021491354910293.07249.6010294.12287.6210293.58166.410296.18287.6210293.5822AL192.1567353.83209.617353.5139.93673518.40209.617353.5123AL193.597353.80129.357355.6839.93673518.40129.357355.6824AL193.597353.80212.957353.4539.93673518.40212.957353.4525AL195.0247353.77249.727352.9439.93673518.40249.727352.9426AL193.597353.80229.827353.2039.93673518.40229.827353.2027AG236.59564194097353.11191.957353.8339.784873518.47191.957353.8328AL192.1567353.83237.857353.0939.93673518.40237.857353.0929AC192.1567353.83248.667352.96316.347352.32165.777354.43316.347352.3230AL190.7227353.85122.167356.0239.784873518.47122.167356.0231AL190.7227353.85125.997355.8339.784873518.47125.997355.83

No ApoyoTipo ApoyoHiptesis de Viento(daN)Hiptesis de desequilibrio de tracciones (daN)Ft.C.R.C.SFl.C.R.C.SFv.C.R.C.SFt.C.R.C.S.Fl.C.R.C.S.Fv.C.R.C.S.32AL192.1567353.83210.587353.4939.784873518.47210.587353.4933AL192.1567353.83228.577353.2239.784873518.47228.577353.2234AL192.1567353.83228.577353.2239.784873518.47228.577353.2235AL192.1567353.83191.907353.8339.784873518.47191.907353.8336AG192.1567353.83237.997353.0939.784873518.47237.997353.0937AC192.1567353.83242.607353.03129.957355.66161.737354.54129.957355.6638AL192.1567353.83237.497353.0938.815273518.94237.497353.0939AL192.1567353.83174.887354.2038.815273518.94174.887354.2040AL192.1567353.83228.737353.2138.815273518.94228.737353.2141AL192.1567353.83201.807353.6438.815273518.94201.807353.6442AL192.1567353.83219.697353.3538.815273518.94219.697353.3543AL154.1557354.77176.947354.1538.815273518.94176.947354.1544AL96.0787357.65210.247353.5038.815273518.94210.247353.5045AL139.0987355.28222.447353.3038.815273518.94222.447353.3046AC646.910539916910291.59244.0510294.22138.1310297.45162.710296.32138.1310297.4547AL186.427353.9462.7673511.7139.04873518.8262.7673511.7148AL187.8547353.91285.007352.5839.04873518.82285.007352.5849AL186.427353.9474.157359.9139.04873518.8274.157359.9150AL186.427353.94203.977353.6039.04873518.82203.977353.6051AL186.427353.94213.247353.4539.04873518.82213.247353.4552AC424.154157070410292.43252.3610294.08227.1910294.53168.2410296.12227.1910294.5353AL196.4587353.74223.967353.2840.377673518.20223.967353.2854AL197.1757353.73215.797353.4140.377673518.20215.797353.4155AL196.4587353.74214.927353.4240.377673518.20214.927353.4256AL196.4587353.74214.927353.4240.377673518.20214.927353.4257AL196.4587353.74224.047353.2840.377673518.20224.047353.2858AL196.4587353.74214.957353.4240.377673518.20214.957353.4259AL196.4587353.74196.727353.7440.377673518.20196.727353.7460AL195.0247353.77194.887353.7740.377673518.20194.887353.7761AC457.338521740410292.25252.6210294.07213.6210294.82168.4110296.11213.6210294.8262AL196.4587353.74214.957353.4240.418473518.18214.957353.4263AL196.4587353.74214.957353.4240.418473518.18214.957353.42

No ApoyoTipo ApoyoHiptesis de Viento(daN)Hiptesis de desequilibrio de tracciones (daN)Ft.C.R.C.SFl.C.R.C.SFv.C.R.C.SFt.C.R.C.S.Fl.C.R.C.S.Fv.C.R.C.S.64AL196.4587353.74214.957353.4240.418473518.18214.957353.4265AL196.4587353.74187.687353.9240.418473518.18187.687353.9266AC155.5897354.72171.147354.29153.157354.80114.097356.44153.157354.8067AC481.526540601310292.14210.8610294.88215.2610294.78140.5710297.32215.2610294.7868AL172.087354.27178.427354.1233.736873521.79178.427354.1269AL116.1547356.33108.287356.7933.736873521.79108.287356.7970AG201.2546873427353.65135.607355.4233.736873521.79135.607355.4271AC394.860379783510292.61224.7210294.58122.0910298.43149.8110296.87122.0910298.4372AL163.4767354.50155.427354.7335.954473520.44155.427354.7373FL88.908102911.57449.4310292.2997.09102910.60149.8110296.8797.09102910.60

RESUMEN DE APOYOS - CARACTERISTICAS MECANICAS DE APOYOSESFUERZO EN APOYO (daN)No ApoyoTipo ApoyoDenominacinCoef. De SeguridadHiptesis de vientoHipotess de desequilibrio de conductores

FvFlFtFvFlFt1FL2.585.35431.8878.1585.35143.962AC2.5147.94215.94252.39147.94143.963AC2.5115.88236.85277.21115.88157.904AG2.5196.94207.20196.9437.905AL2.5194.02192.87194.0237.906AC2.5228.68213.08287.06228.68142.057AC2.5129.26176.10345.34129.26117.408AC2.565.0399.71292.8765.0366.479AC2.5178.80252.59671.24178.80168.3910AG2.5271.90203.63271.9040.4111AL2.5229.77202.19229.7740.4112AL2.5165.64186.42165.6440.4113AC2.5166.33241.85496.62166.33161.2314AG2.5120.48312.16120.4838.7015AG2.5230.17228.21230.1738.7016AL2.5219.43183.55219.4338.7017AL2.5182.16183.55182.1638.7018AL2.5166.73185.70166.7338.7019AL2.5208.80183.55208.8038.7020AL2.5159.42179.97159.4238.7021AC2.5287.62249.60335.02287.62166.4022AL2.5209.61192.16209.6139.9423AL2.5129.35193.59129.3539.9424AL2.5212.95193.59212.9539.9425AL2.5249.72195.02249.7239.9426AL2.5229.82193.59229.8239.9427AG2.5191.95236.60191.9539.7828AL2.5237.85192.16237.8539.9429AC2.5316.34248.66192.16316.34165.77

No ApoyoTipo ApoyoDenominacinCoef. De SeguridadHiptesis de vientoHipotess de desequilibrio de conductores

FvFlFtFvFlFt30AL2.5122.16190.72122.1639.7831AL2.5125.99190.72125.9939.7832AL2.5210.58192.16210.5839.7833AL2.5228.57192.16228.5739.7834AL2.5228.57192.16228.5739.7835AL2.5191.90192.16191.9039.7836AG2.5237.99192.16237.9939.7837AC2.5129.95242.60192.16129.95161.7338AL2.5237.49192.16237.4938.8239AL2.5174.88192.16174.8838.8240AL2.5228.73192.16228.7338.8241AL2.5201.80192.16201.8038.8242AL2.5219.69192.16219.6938.8243AL2.5176.94154.16176.9438.8244AL2.5210.2496.08210.2438.8245AL2.5222.44139.10222.4438.8246AC2.5138.13244.05646.91138.13162.7047AL2.562.76186.4262.7639.0548AL2.5285.00187.85285.0039.0549AL2.574.15186.4274.1539.0550AL2.5203.97186.42203.9739.0551AL2.5213.24186.42213.2439.0552AC2.5227.19252.36424.15227.19168.2453AL2.5223.96196.46223.9640.3854AL2.5215.79197.18215.7940.3855AL2.5214.92196.46214.9240.3856AL2.5214.92196.46214.9240.3857AL2.5224.04196.46224.0440.3858AL2.5214.95196.46214.9540.3859AL2.5196.72196.46196.7240.3860AL2.5194.88195.02194.8840.38

No ApoyoTipo ApoyoDenominacinCoef. De SeguridadHiptesis de vientoHipotess de desequilibrio de conductores

FvFlFtFvFlFt61AC2.5213.62252.62457.34213.62168.4162AL2.5214.95196.46214.9540.4263AL2.5214.95196.46214.9540.4264AL2.5214.95196.46214.9540.4265AL2.5187.68196.46187.6840.4266AC2.5153.15171.14155.59153.15114.0967AC2.5215.26210.86481.53215.26140.5768AL2.5178.42172.08178.4233.7469AL2.5108.28116.15108.2833.7470AG2.5135.60201.25135.6033.7471AC2.5122.09224.72394.86122.09149.8172AL2.5155.42163.48155.4235.9573FL2.597.09449.4388.9197.09149.81

CALCULO DE TEMPLETES PARA ARMADOS QUE NO CUMPLEN EL COEFICIENTE DE SEGURIDADNo ApoyoTipo ApoyoCarga de Rotura (daN)FtNo TEMPLETESCARGA DEL POSTE + TEMPLETESCSFlNo TEMPLETESCARGA DEL POSTE + TEMPLETESCS

1FL735431.8813095.517.177AC735345.3413095.518.968AC735292.8713095.5110.579AC1029671.2413389.515.0513AC1029496.6213389.516.8314AC735312.1613095.519.9246AC1029646.9113389.515.2452AC1029424.1513389.517.9961AC1029457.3413389.517.4167AC1029481.5313389.517.0473FL1029449.4313389.517.54

CIMENTACIONESNo ApoyoCimentacinVol. Excavacin (m3)Vol. Hormign (m3)dbh10.61.80.510.3520.61.80.510.3530.61.80.510.3540.61.80.510.3550.61.80.5160.61.80.510.3570.61.80.510.3580.61.80.510.3590.61.80.510.35100.61.80.510.35110.61.80.51120.61.80.51130.61.80.510.35140.61.80.510.35150.61.80.510.35160.61.80.51170.61.80.51180.61.80.51190.61.80.51200.61.80.51210.61.80.510.35220.61.80.51230.61.80.51240.61.80.51250.61.80.51260.61.80.51270.61.80.510.35280.61.80.51290.61.80.510.35300.61.80.51310.61.80.51

No ApoyoCimentacinVol. Excavacin (m3)Vol. Hormign (m3)dbh320.61.80.51330.61.80.51340.61.80.51350.61.80.51360.61.80.510.35370.61.80.510.35380.61.80.51390.61.80.51400.61.80.51410.61.80.51420.61.80.51430.61.80.51440.61.80.51450.61.80.51460.61.80.510.35470.61.80.51480.61.80.51490.61.80.51500.61.80.51510.61.80.51520.61.80.510.35530.61.80.51540.61.80.51550.61.80.51560.61.80.51570.61.80.51580.61.80.51590.61.80.51600.61.80.51610.61.80.510.35620.61.80.51630.61.80.51

No ApoyoCimentacinVol. Excavacin (m3)Vol. Hormign (m3)dbh640.61.80.51650.61.80.51660.61.80.510.35670.61.80.510.35680.61.80.51690.61.80.51700.61.80.510.35710.61.80.510.35720.61.80.51730.61.80.510.35

7.RELACION DE CRUZAMIENTOS, PARALELISMOS Y PASO POR ZONAS

Relacin de cruzamientos, paralelismos y dems situaciones que se producen como consecuencia del trazado de la lnea y/o redes elctricas.

7.1CRUZAMIENTOS

NO APLICA

7.2PARALELISMOS Y PASOS POR ZONAS

TABLA 15 - PARALELISMOSNo ParalelismoApoyo inicialApoyo finalLongitud afeccin (m)Tipo (*)Altura apoyo mayor (m)Distancia mnima (m)Distancia real (m)Organismo o propietario afectadoNO APLICA

(*) Tipo de paralelismosTipo 1: Con lneas elctricas Tipo 2: Con lneas de telecomunicacinTipo 3: Con retenidas y mensajerosTipo 4: Con carreteras, caminos y callesTipo 5: Con vas de ferrocarrilTipo 6: Paso por bosques, arboles y masas de arboladosTipo 7: Paso por edificios, construcciones y zonas urbanas

7.3SERVIDUMBRES

NO HAY PROBLEMA

TABLA 16 - SERVIDUMBRESNo consecutivo de la fincaDatos catastralesTitular/es (Nombre, domicilio y telfono)Tramo de lnea afectado -- Naturaleza del terenoMunicipioCoregimiento o veredaNombre de la fincaReferencia catastralApoyosVueloNaturaleza del terrenoNoCantSup (m")LongSup (m2)

8.CONCLUSIONES

Expuestas en este proyecto las razones que justifican la necesidad de la instalacion y sus caractersticas, se solicita la Aprobacin y la Autorizacin para su construccin y posterior puesta en servicio

_____________________________

Ingeniero Electricista

Fecha:

DOCUMENTO N 2: PLANOS

Hoja1CALCULO DE CIMENTACIONESDATOS DE ENTRADATipo de terreno:Normal
Jess Garnica: FlojoNormalDuroMuy duro

Ubicacin de la linea:Rural
Jess Garnica: RuralUrbana

Coeficiente de seguridad (CS):1.5Coeficiente de comprensibilidad del terreno en paredes laterales(Ch)12Tangente del ngulo de giro de la cimentacin (tg )0.01Coeficiente en funcin de la tg ( c )0.375

Apoyo No.1234Tipo de ApoyoFLACACAGDescripcin del apoyo12m x 75012m x 75012m x 75012m x 750Altura del apoyo (HT)12121212Esfuerzo horizontal resultante (F)216237038Altura sobre el terreno del punto de aplicacin del esfuerzo (H1)10101010Profundidad de la cimentacin (h)1.851.851.851.85Peso propio del apoyo (Pa)915.7915.7915.7915.7Peso propio del macizo de hormign (Ph)Esfuerzos verticales de conductores + armado (Fv)267.94265.88346.94284.02Esfuerzo vertical resultante (daN)1183.641181.581262.641199.72

Momento de vuelco Mv = F (H1 + 2*h / 3 )2425.732660.620.00425.70CS * Mv = Me3638.593990.920.00638.55

1. CIMENTACION CILINDRICA

Momento estabilizador total Me = d*h * Ch * tg + c * d * P8900.358899.898918.138903.97 52,8d =0.600.600.600.60

Coeficiente de seguridad calculado CS = 3.673.35ERROR:#DIV/0!20.92

Hoja2TABLAS DE REGULACION CONDUCTOR 1/0 ACSRCanton 1Temptensevano1=10910331.440.9515303.141.0420277.991.1325255.91.2330236.671.3335219.981.4340205.531.5345192.981.6350182.051.73Canton 2Temptensevano1=9110331.430.6615299.280.7320270.550.8125245.370.8930223.620.9835205.041.0740189.221.1645175.761.2550164.261.34Canton 3Temptensevano1=83vano2=131vano3=13810331.410.551.371.5215306.020.611.481.6420283.450.681.591.7525263.550.761.71.8730246.080.841.821.9935230.760.921.932.1140217.321.012.042.2245205.51.092.162.3450195.071.172.272.45Canton 4Temptensevano1=10710331.390.9215302.69120277.171.0925254.771.1930235.281.2935218.411.3940203.821.4945191.181.5950180.181.68Canton 5Temptensevano1=8310331.410.5515297.440.6120266.940.6825240.180.7630217.140.8435197.580.9240181.091.0145167.211.0950155.471.17Canton 6Temptensevano1=4210331.520.1415288.130.1620247.060.1925209.460.2230176.620.2635149.50.3140128.160.3645111.80.425099.290.47Canton 7Temptensevano1=132vano2=152vano3=130vano4=13010331.451.391.851.351.3515308.321.51.971.461.4620287.731.612.11.571.5725269.481.732.221.681.6830253.351.842.351.791.7935239.081.962.481.911.9140226.452.072.62.022.0245215.232.182.722.132.1350205.232.292.842.242.24Canton 8Temptensevano1=130vano2=130vano3=128vano4=128vano5=128vano6=131vano7=125vano8=12610331.451.351.351.311.311.311.371.251.2715306.771.461.461.421.421.421.481.351.3720284.841.571.571.521.521.521.591.461.4825265.461.681.681.641.641.641.71.571.5930248.421.791.791.751.751.751.821.681.735233.431.911.911.861.861.861.931.791.8140220.242.022.021.971.971.972.041.91.9245208.612.132.132.082.082.082.162.012.0350198.312.242.242.192.192.192.272.112.14Canton 9Temptensevano1=132vano2=136vano3=134vano4=136vano5=136vano6=134vano7=134vano8=13410331.421.391.481.441.481.481.441.441.4415307.971.51.591.551.591.591.551.551.5520287.091.611.711.661.711.711.661.661.6625268.61.731.821.771.821.821.771.771.7730252.271.841.941.891.941.941.891.891.8935237.851.962.062.012.062.062.012.012.0140225.12.072.172.122.172.172.122.122.1245213.792.182.282.232.282.282.232.232.2350203.722.292.42.342.42.42.342.342.34Canton 10Temptensevano1=134vano2=132vano3=134vano4=134vano5=134vano6=134vano7=134vano8=13410331.421.441.391.441.441.441.441.441.4415307.81.551.51.551.551.551.551.551.5520286.771.661.611.661.661.661.661.661.6625268.161.771.731.771.771.771.771.771.7730251.731.891.841.891.891.891.891.891.8935237.232.011.962.012.012.012.012.012.0140224.422.122.072.122.122.122.122.122.1245213.062.232.182.232.232.232.232.232.2350202.972.342.292.342.342.342.342.342.34Canton 11Temptensevano1=134vano2=134vano3=134vano4=134vano5=134vano6=134vano7=81vano8=53vano9=14110331.481.441.441.441.441.441.440.520.221.5915306.981.551.551.551.551.551.550.590.261.720285.191.661.661.661.661.661.660.650.291.8225265.951.771.771.771.771.771.770.730.341.94302491.891.891.891.891.891.890.810.392.0635234.12.012.012.012.012.012.010.890.452.1840220.972.122.122.122.122.122.120.970.512.345209.382.232.232.232.232.232.231.050.582.4250199.112.342.342.342.342.342.341.130.642.53Canton 12Temptensevano1=128vano2=132vano3=130vano4=130vano5=130vano6=13010331.521.311.391.351.351.351.3515307.191.421.51.461.461.461.4620285.561.521.611.571.571.571.5725266.431.641.731.681.681.681.6830249.591.751.841.791.791.791.7935234.761.861.961.911.911.911.9140221.71.972.072.022.022.022.0245210.152.082.182.132.132.132.1350199.922.192.292.242.242.242.24Canton 13Temptensevano1=136vano2=138vano3=137vano4=137vano5=137vano6=137vano7=137vano8=137vano9=13510331.451.481.521.51.51.51.51.51.51.4615308.321.591.641.611.611.611.611.611.611.5720287.731.711.751.731.731.731.731.731.731.6825269.481.821.871.851.851.851.851.851.851.830253.351.941.991.961.961.961.961.961.961.9135239.082.062.112.082.082.082.082.082.082.0340226.452.172.222.22.22.22.22.22.22.1545215.232.282.342.312.312.312.312.312.312.2650205.232.42.452.422.422.422.422.422.422.37Canton 14Temptensevano1=137vano2=137vano3=137vano4=137vano5=13710331.451.51.51.51.51.515308.321.611.611.611.611.6120287.731.731.731.731.731.7325269.481.851.851.851.851.8530253.351.961.961.961.961.9635239.082.082.082.082.082.0840226.452.22.22.22.22.245215.232.312.312.312.312.3150205.232.422.422.422.422.42

Canton 15Temptensevano1=8010331.540.5115296.860.5720265.660.6425238.250.7130214.680.7935194.720.8740177.950.9545163.891.0350152.061.12Canton 16Temptensevano1=125vano2=115vano3=47vano4=7910331.381.251.060.180.515302.271.351.150.20.5620276.371.461.250.230.6225253.651.571.350.270.730233.91.681.460.320.7735216.831.791.560.370.8540202.11.91.670.430.9445189.352.011.770.491.0250178.32.111.870.551.1Canton 17Temptensevano1=104vano2=12410331.380.861.2315304.280.951.3320280.211.041.4425259.041.131.5530240.551.231.6635224.441.331.7740210.41.421.8745198.151.521.9850187.421.622.09

Hoja3CALCULO DE CURVAS DE TENDIDO POR CANTONES

CANTON 1CANTON 2CANTON 3CANTON 4CANTON 51358.11188.81489.61340.11107.5XY=X2/B4XY=X2/B4XY=X2/B4XY=X2/B4XY=X2/B420029.45320033.64720026.85320029.84920036.11718023.85718027.25418021.75118024.17718029.25516018.8516021.53416017.18616019.10316023.11514014.43214016.48714013.15814014.62614017.69812010.60312012.1131209.66712010.74512013.0021007.3631008.4121006.7131007.4621009.029804.712805.384804.296804.776805.779602.651603.028602.417602.686603.251401.178401.346401.074401.194401.445200.295200.336200.269200.298200.3610000000000-200.295-200.336-200.269-200.298-200.361-401.178-401.346-401.074-401.194-401.445-602.651-603.028-602.417-602.686-603.251-804.712-805.384-804.296-804.776-805.779-1007.363-1008.412-1006.713-1007.462-1009.029-12010.603-12012.113-1209.667-12010.745-12013.002-14014.432-14016.487-14013.158-14014.626-14017.698-16018.85-16021.534-16017.186-16019.103-16023.115-18023.857-18027.254-18021.751-18024.177-18029.255-20029.453-20033.647-20026.853-20029.849-20036.117

CANTON 6CANTON 7CANTON 8CANTON 9CANTON 10627.11588.615211569.81563.9XY=X2/B4XY=X2/B4XY=X2/B4XY=X2/B4XY=X2/B420063.78620025.17920026.29820025.48120025.57718051.66618020.39518021.30218020.6418020.71716040.82316016.11516016.83116016.30816016.36914031.25514012.33814012.88614012.48614012.53312022.9631209.0651209.4671209.1731209.20810015.9461006.2951006.5751006.371006.3948010.206804.029804.208804.077804.092605.741602.266602.367602.293602.302402.551401.007401.052401.019401.023200.638200.252200.263200.255200.2560000000000-200.638-200.252-200.263-200.255-200.256-402.551-401.007-401.052-401.019-401.023-605.741-602.266-602.367-602.293-602.302-8010.206-804.029-804.208-804.077-804.092-10015.946-1006.295-1006.575-1006.37-1006.394-12022.963-1209.065-1209.467-1209.173-1209.208-14031.255-14012.338-14012.886-14012.486-14012.533-16040.823-16016.115-16016.831-16016.308-16016.369-18051.666-18020.395-18021.302-18020.64-18020.717-20063.786-20025.179-20026.298-20025.481-20025.577

CANTON 11CANTON 12CANTON 13CANTON 14CANTON 151525.81534.91587.21588.81076.3XY=X2/B4XY=X2/B4XY=X2/B4XY=X2/B4XY=X2/B420026.21620026.0620025.20220025.17620037.16418021.23518021.10918020.41318020.39318030.10316016.77816016.67916016.12916016.11316023.78514012.84614012.7714012.34914012.33614018.2111209.4381209.3821209.0731209.06312013.3791006.5541006.5151006.31006.2941009.291804.195804.17804.032804.028805.946602.359602.345602.268602.266603.345401.049401.042401.008401.007401.487200.262200.261200.252200.252200.3720000000000-200.262-200.261-200.252-200.252-200.372-401.049-401.042-401.008-401.007-401.487-602.359-602.345-602.268-602.266-603.345-804.195-804.17-804.032-804.028-805.946-1006.554-1006.515-1006.3-1006.294-1009.291-1209.438-1209.382-1209.073-1209.063-12013.379-14012.846-14012.77-14012.349-14012.336-14018.211-16016.778-16016.679-16016.129-16016.113-16023.785-18021.235-18021.109-18020.413-18020.393-18030.103-20026.216-20026.06-20025.202-20025.176-20037.164

CANTON 16CANTON 171326.11413.3XY=X2/B4XY=X2/B420030.16420028.30318024.43318022.92516019.30516018.11414014.7814013.86812010.85912010.1891007.5411007.076804.826804.528602.715602.547401.207401.132200.302200.2830000-200.302-200.283-401.207-401.132-602.715-602.547-804.826-804.528-1007.541-1007.076-12010.859-12010.189-14014.78-14013.868-16019.305-16018.114-18024.433-18022.925-20030.164-20028.303

mem el 60

Documents